So here is the solution to this problem for anyone else starting off with Tekla Structural Designer,
First of all, TSD is a not new in the game of structural analysis softwares, it is evolved from a very respectable old software Orion which was being maintained CSC, after buyout by Tekla, it...
They explained it that it is because of modification factors in setting, I am trying to work my way for a solution , i ll post it for every one, once solved.
@Klaus : Good suggestion, did it and ETABS is correct.
@Trenno
It is fairly straight forward question,
Complete information is there, even the models are there , as for deflected shape you ask for ETABS does not make a deflected shape diagram on model with VALUES, the above plot i posted is...
This thread gets me soul searching advisory :) answers,
i am 17 years in this business, i know what to do , the problem right now is mismatch in two softwares, doesnt matter practical models or not ! it is not a problem of typology, i can model most nonsense structures, but the RESULTS SHOULD...
You can use STAADpro or Bentley Elements. they both are very easy i design PEBs every 3rd of my life,
use RAM elements or STAADpro.
Can you upload the picture of the frame here, i can quickly analyze it for you, i Have Tapframe, specialized plugin for STAAD for Tapered PEB frames.
I have been using ETABS for ages, and the results are always books perfect. I was introduced to Tekla Structural Designer, i like the interface and many aspects about it, but one thing is amazing me, The huge difference in deflections between ETABS and TSD, am i doing something wrong ? or is TSD...
